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Effect of isolation on fragility curves of highway bridges based on simplified approach

✍ Scribed by Kazi Rezaul Karim; Fumio Yamazaki

Publisher
Elsevier Science
Year
2007
Tongue
English
Weight
285 KB
Volume
27
Category
Article
ISSN
0267-7261

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πŸ“œ SIMILAR VOLUMES

Effect of earthquake ground motions on f
Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation
✍ Kazi R. Karim; Fumio Yamazaki πŸ“‚ Article πŸ“… 2001 πŸ› John Wiley and Sons 🌐 English βš– 526 KB

## Abstract Fragility curves express the probability of structural damage due to earthquakes as a function of ground motion indices, e.g., PGA, PGV. Based on the actual damage data of highway bridges from the 1995 Hyogoken‐Nanbu (Kobe) earthquake, a set of empirical fragility curves was constructed

On the accuracy of simplified methods fo
On the accuracy of simplified methods for the analysis of isolated bridges
✍ P. Franchin; G. Monti; P. E. Pinto πŸ“‚ Article πŸ“… 2001 πŸ› John Wiley and Sons 🌐 English βš– 229 KB πŸ‘ 1 views

## Abstract To foster the use of seismic isolation in structures, existing guidelines strive to formulate design methods which are simple and accessible to non‐specialized engineers. On the other hand, not all of the simplifying provisions adopted by the norms can be said to have been adequately te

Effect of isolation pads and their stiff
Effect of isolation pads and their stiffness on the dynamic characteristics of bridges
✍ W. Dai; M.O. Moroni; J.M. Roesset; M. Sarrazin πŸ“‚ Article πŸ“… 2006 πŸ› Elsevier Science 🌐 English βš– 958 KB

In this paper, the effect of the stiffness of the rubber pads on the dynamic characteristics of a base-isolated bridge is examined using transfer functions in the frequency domain. A three dimensional structural model that accounts for continuous mass distribution along each member is used. Results